A06_DRAWINGS_AND_ATTACHMENTS.pdf

IDAHO

CANADA

UNITED STATES

SASKATC

H

EW

AN

ALBERTA

B R

ITIS

H

C O

LU

M

B

IA

N O

R T

H

D

A K

O T

A

S O

U T

H

D

A K

O T

A

WYOMING

ALT

MISSOULA

KALISPELL

GREAT FALLS

HAVRE

HELENA

BUTTE

BILLINGS

MILES CITY

LEWISTOWN

MONTANACHOTEAU

MALTA

GLASGOW

CHESTER

FT BENTON

STATE REFERENCE MAP

(N.T.S)

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

WHITE SANDY AND DEVIL'S ELBOW

POTABLE WATER FILTRATION PROJECT

LEWIS AND CLARK COUNTY

BUTTE FIELD OFFICE

VICINITY MAP

(N.T.S)

DIRECTIONS TO:

DEVIL'S ELBOW CAMPGROUND (46°42'03" N, 111°48'26" W):

FROM HELENA, DRIVE NORTHEAST ON YORK ROAD FOR 18 MILES. THE CAMPGROUND

IS MARKED BY SIGNS ON THE EAST SIDE OF THE ROAD.

WHITE SANDY RECREATION SITE (46°44'31" N, 111°53'17" W):

FROM HELENA, DRIVE NORTH ON I-15 TO EXIT 200. TURN EAST ON LINCOLN RD,

FOLLOW FOR 5 MILES. TURN LEFT ON HAUSER DAM ROAD, FOLLOW FOR 2.9 MILES TO

GREEN GATE. PASS THROUGH GREEN GATE AND DRIVE TO RECREATION SITE.

GENERAL ENGINEER'S NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND SAFETY

CONCERNS ASSOCIATED WITH THIS PROJECT DURING CONSTRUCTION, UNLESS

SPECIFICALLY ADDRESSED OTHERWISE IN THIS PLAN OR ELSEWHERE IN THE

CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND

REGULATIONS APPLICABLE TO THE CONSTRUCTION COVERED BY THIS PLAN.

3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL

PERMITS REQUIRED TO COMPLETE ALL WORK COVERED BY THIS PLAN.

4. THE QUANTITIES AND SITE CONDITIONS DEPICTED IN THIS PLAN ARE FOR

INFORMATIONAL PURPOSES ONLY AND ARE SUBJECT TO ERROR AND OMISSION.

CONTRACTOR SHALL SATISFY THEMSELVES AS TO ACTUAL QUANTITIES AND SITE

CONDITIONS PRIOR TO BIDDING THE WORK FOR THE CONSTRUCTION COVERED BY

THIS PLAN.

5 A REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATIONS OF EXISTING

PUBLIC OR PRIVATE UNDERGROUND FACILITIES AND UTILITIES IN THE

CONSTRUCTION AREA. THE CONTRACT IS RESPONSIBLE FOR ANY DAMAGE TO

UTILITIES AND/OR FACILITES CAUSED DURING THEIR CONSTRUCTION OPERATIONS.

THE CONTRACTOR SHALL CALL 48 HOURS IN ADVANCE FOR BLUE STAKE

(1-800-424-5555, or 811) PRIOR TO ANY EXCAVATION.

6. THE CONTRACTOR IS TO VERIFY THE LOCATION AND THE ELEVATIONS OF ALL

EXISTING UTILITIES AT POINTS OF TIE-IN PRIOR TO COMMENCING ANY NEW

CONSTRUCTION. SHOULD ANY LOCATION OR ELEVATION DIFFER FROM THAT SHOWN

ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE ENGINEER WITH

DISCREPANCY.

7. THE CONTRACTOR IS TO VERIFY AND COORDINATE ALL DIMENSIONS AND SITE

LAYOUT WITH THE FINAL SITE PLAN PRIOR TO CONSTRUCTION AND CONTACT

ENGINEER WITH ANY DISCREPANCIES.

8. COORDINATION BETWEEN ALL PARTIES INVOLVED IS ESSENTIAL TO THE CONTRACT.

9. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT AND SITE CONDITIONS, AND TO

WORK WITH WEATHER CONDITIONS, AS THE SITE MAY BE LOCATED IN AN AREA WITH

EXTREME WEATHER CONDITIONS OR WITHIN A FLOOD PRONE AREA.

\\ILMMTBF3DS1\BF\USERS\BJONES\MY DOCUMENTS\DWG\DWT\IMPROVEMENT SHEETS\#### - COVR.DWG

C O

V E

R

S

H E

E T

CITY OF HELENA

PROJECT LOCATIONS

SHEET LIST TABLE

SHEET

NUMBER

SHEET TITLE

1 COVERSHEET G1

3 EXISTING WHITE SANDY PUMP ROOM LAYOUT C1

PROJECT SITE

PROJECT DESCRIPTION

THIS PROJECT ENTAILS WATER FILTRATION FOR POTABLE WATER AT DEVIL'S ELBOW

AND WHITE SANDY CAMPGROUNDS. EXISTING POOR WATER QUALITY NECESSITATES

FILTRATION. SEE ATTACHED STATEMENT OF WORK (SOW) AND WATER QUALITY

REPORTS FOR PERTINENT INFORMATION.

G1

W H

I T

E

S

A N

D Y

A

N

E V

I L S

L B

O W

B U

R E

U

O

F

L A

M

N

A G

E M

N E

T

I S

S U

E

D

A T

E

M A

R K

R E

V I S

I O

N D

A T

E A

P P

R O

V E

D

___ OF ___

SHEET

U S

D

E P

A R

T M

E N

T

O

F

T

H

I

T E

R I O

R

(DESIGNED BY: SPC DRAWN BY: SPC CHECKED BY: APPROVED BY: )

D I S

T R

I C

T

D E

S I G

N

O

F F

I C

E

I S

S U

R

B

U T

T

E

F

I C

E

W E

S T

E R

N

M

O N

T A

S

T R

I C

T

B U

T T

E

F

I E

F

I C

E

P O

T A

B L

E

W

A T

R

L T

R A

T I O

N

P

R O

J E

C

W W

W W

W

W W

W W

W

PRESSURE

TANK

PRESSURE

TANK

L O

P

B

O

O

O P

FROM IRRIGATION WELL

FROM POTABLE WELL

PRESSURE GAUGE

FLOW METER

SMOOTH

NOSE TEST

TAP

INSTALL NEW FLOW METER

FOR IRRIGATION LINES

PRESSURE GAUGE

DOOR

WASHING

MACHINE

DRYER

SHELF

PUMP ROOM INTERIOR WALLL

16 FT

C:\USERS\SCLANCY\DOI\WESTERN DISTRICT OFFICE - WZ-CLANCY\LAKE SITES WATER SYSTEMS\2025 RIVER FUND

WATER FILTRATION\DRAWING FILES\3.WHITE SANDY PUMP_ROOM_FILTRATION.DWG

E X

I S

T I N

G

W

H I T

E

S

A N

O

M

WHITE SANDY PUMP ROOM

NO SCALE

C2

CONSTRUCTION NOTES

1. PUMP ROOM DIMENSIONS ARE 10FT X 16 FT, AS

INDICATED ON THE DRAWING.

2. EXISTING WASHING MACHINE, DRYER, AND

SHELVING CAN BE REMOVED TO MAKE ROOM FOR

FILTRATION EQUIPMENT.

3. DESIGN AND INSTALL WATER FILTRATION SYSTEM

TO ACCOMODATE EXISTING PUMP ROOM LAYOUT,

IF POSSIBLE.

4. VENDOR/CONTRACTOR WILL APPROVE CHANGES

TO PUMP ROOM LAYOUT THROUGH CONTRACTING

OFFICER'S REPRESENTATIVE (COR), WHICH SHALL

BE BLM ENGINEER.

W H

I T

E

S

A N

V

I L

B

O W

B U

R E

L A

N

A G

E M

N E

T

I S

S U

E

D

A T

E

M A

R K

R E

V I S

I O

N D

A T

E A

P P

R O

V E

D

___ OF ___

SHEET

U S

D

E P

A R

T M

E N

T

O

F

T

T E

R I O

R

(DESIGNED BY: SPC DRAWN BY: SPC CHECKED BY: APPROVED BY: )

D I S

T R

I C

T

D E

S I G

N

O

F F

I C

E

I S

S U

R

B

U T

E

F

I C

E

W E

S T

E R

N

M

O N

T A

S

T R

I C

T

B U

T T

E

F

I E

F

I C

E

P O

T A

B L

E

W

A T

L T

R A

T I O

N

P

R O

J E

C

ANALYTICAL SUMMARY REPORT

The analyses presented in this report were performed by Energy Laboratories, Inc., 3161 E. Lyndale Ave., Helena, MT 59604, unless otherwise noted. Any exceptions or problems with the analyses are noted in the report package. Any issues encountered during sample receipt are documented in the Work Order Receipt Checklist.

The results as reported relate only to the item(s) submitted for testing. This report shall be used or copied only in its entirety. Energy Laboratories, Inc. is not responsible for the consequences arising from the use of a partial report.

Energy Laboratories, Inc. verifies the reported results for the analysis has been technically reviewed and approved for release.

If you have any questions regarding these test results, please contact your Project Manager.

Lab ID Client Sample ID Collect Date Receive Date Matrix Test

H24070746-001 Devils Elbow PWS 07/25/24 11:15 07/25/24 Aqueous Metals by ICP/ICPMS, Total Alkalinity to pH 4.5 Conductivity Hardness Anions by Ion Chromatography Nitrogen, Nitrate + Nitrite pH Metals Digestion by E200.2 Solids, Total Dissolved

HydroSolutions

Project Name: Lindsay Drilling Devil's Elbow

Work Order: H24070746

303 Clarke St

Helena, MT 59601-6224

August 09, 2024

Energy Laboratories Inc Helena MT received the following 1 sample for HydroSolutions on 7/25/2024 for analysis.

LABORATORY ANALYTICAL REPORT

Client: HydroSolutions

Project: Lindsay Drilling Devil's Elbow

Lab ID: H24070746-001

Client Sample ID: Devils Elbow PWS

Collection Date: 07/25/24 11:15

Matrix: Aqueous

Report Date: 08/09/24

DateReceived: 07/25/24

Prepared by Helena, MT Branch

Analyses Result Units Analysis Date / ByRL Method

MCL/

QCLQualifiers

PHYSICAL PROPERTIES

H 07/25/24 13:11 / eer0.1s.u.7.6pH A4500-H B

07/25/24 13:11 / eer°C16.0pH Measurement Temp A4500-H B

07/25/24 13:11 / eer5umhos/cm1730Conductivity @ 25 C A2510 B

07/25/24 13:45 / ctl20mg/L1340Solids, Total Dissolved TDS @ 180 C A2540 C

INORGANICS

07/26/24 16:44 / eer4mg/L360Alkalinity, Total as CaCO3 A2320 B

07/26/24 02:17 / eer1mg/L13Chloride E300.0

07/26/24 02:17 / eer1mg/L615Sulfate E300.0

07/29/24 20:00 / SRW1mg/L717Hardness as CaCO3 A2340 B

NUTRIENTS

08/07/24 19:07 / JAR0.01mg/L0.03Nitrogen, Nitrate+Nitrite as N E353.210

METALS, TOTAL

07/29/24 20:00 / slj1mg/L133Calcium E200.7

08/06/24 23:19 / dck0.02mg/L0.98Iron E200.8

07/29/24 20:00 / slj1mg/L94Magnesium E200.7

08/06/24 23:19 / dck0.001mg/L0.013Manganese E200.8

07/29/24 20:00 / slj1mg/L131Sodium E200.7

Report

Definitions:

RL - Analyte Reporting Limit MCL - Maximum Contaminant Level

QCL - Quality Control Limit ND - Not detected at the Reporting Limit (RL)

H - Analysis performed past the method holding time

ANALYTICAL SUMMARY REPORT

The analyses presented in this report were performed by Energy Laboratories, Inc., 3161 E. Lyndale Ave., Helena, MT 59604, unless otherwise noted. Any exceptions or problems with the analyses are noted in the report package. Any issues encountered during sample receipt are documented in the Work Order Receipt Checklist.

The results as reported relate only to the item(s) submitted for testing. This report shall be used or copied only in its entirety. Energy Laboratories, Inc. is not responsible for the consequences arising from the use of a partial report.

Energy Laboratories, Inc. verifies the reported results for the analysis has been technically reviewed and approved for release.

If you have any questions regarding these test results, please contact your Project Manager.

Lab ID Client Sample ID Collect Date Receive Date Matrix Test

H24060488-001 Pumphouse Potable (Site 1)

06/17/24 14:52 06/17/24 Drinking Water Metals by ICP/ICPMS, Dissolved Metals by ICP/ICPMS, Total Alkalinity to pH 4.5 Bacteria, Private Water Supply Conductivity Ferrous Iron by colorimetry Hardness Hardness as CaCO3, grains/gallon Anions by Ion Chromatography Iron, Ferric Langelier Index Nitrogen, Nitrate + Nitrite pH Metals Digestion by E200.2 Preparation, Dissolved Filtration

MCAWW

Sodium Adsorption Ratio Solids, Total Dissolved - Calculated

H24060488-002 Irrigation (Site 2) 06/17/24 15:19 06/17/24 Drinking Water Same As Above

Bureau of Land Management Butte

Project Name: White Sandy 04692

Work Order: H24060488

106 N Parkmont Butte, MT 59701-7222

July 08, 2024

Energy Laboratories Inc Helena MT received the following 2 samples for Bureau of Land Management Butte on 6/17/2024 for analysis.

Digitally signed by Wanda Johnson Date: 2024.07.09 08:22:39 -06:00

Project: White Sandy 04692 Client Sample ID: Pumphouse Potable (Site 1)

Collection Date: 06/17/24 14:52

Matrix: Drinking Water

Client: Bureau of Land Management Butte

Lab ID: H24060488-001D

Report Date: 07/08/24

Analyses Result QualifierSafe/Unsafe Analysis Date / ByMethod

Received Date: 06/17/24 16:30

LABORATORY ANALYTICAL REPORT

Units

Sampled By: Not Provided

Prepared by Helena, MT Branch

MICROBIOLOGICAL

AbsentColiform, Total A9223 BSAFE 06/17/24 16:39 / kmhper 100ml AbsentColiform, E-Coli A9223 B 06/17/24 16:39 / kmhper 100ml

Comments: The notation "SAFE" indicates that the water was bacteriologically SAFE when sampled.

The notation "UNSAFE" indicates that the water was bacteriologically UNSAFE when sampled.

Qualifiers:

Pumphouse Potable (Site 1)

FRDS Analyses Result QualUnits Analysis Date / ByRL Method

MCL/

QCL

LABORATORY ANALYTICAL REPORT

PWS #: MT0004692

Client Sample ID: Pumphouse Potable (Site 1)

Collection Date: 06/17/24 14:52

Matrix: Drinking Water

Client: Bureau of Land Management Butte Lab ID: H24060488-001 Report Date: 07/08/24

Date Received: 06/17/24

Compliance Sample:

Name: WHITE SANDY CAMPGROUND

Federal ID#: MT00945

Collector's Name: Not Provided Contact Phone #: (406) 227-3570

Facility ID:

SamplingPoint/Location: SP001 / Pumphouse Potable (S

DS001

Sample Type: SPNO

Project ID:White Sandy 04692

Prepared by Helena, MT Branch

PHYSICAL PROPERTIES

H 06/18/24 11:15 / SRW0.1s.u.7.11925 A4500-H BpH

06/18/24 11:15 / SRW°C14.21996 A4500-H BpH Measurement Temp 06/18/24 11:15 / SRW5umhos/cm25801064 A2510 BConductivity @ 25 C 07/03/24 16:45 / JCS0.31997 A2330 BLangelier Index 07/03/24 16:45 / JCS1mg/L22701930 A1030 ESolids, Total Dissolved - Calculated

If a sample temperature at the time of collection is not provided, the Langelier is calculated using a default temperature of 20 degrees C.

INORGANICS

06/18/24 10:05 / SRW4mg/L2101927 A2320 BAlkalinity, Total as CaCO3 06/18/24 10:05 / SRW4mg/L2501928 A2320 BBicarbonate as HCO3 06/18/24 10:05 / SRW4mg/LND1929 A2320 BCarbonate as CO3 06/19/24 23:32 / SRW1mg/L201017 E300.0Chloride 06/19/24 23:32 / SRW1mg/L15301055 E300.0Sulfate 06/19/24 23:32 / SRW0.1mg/L0.11025 E300.04Fluoride 07/01/24 11:24 / slj0.01unitless0.401047 CalculationSodium Adsorption Ratio (SAR) 07/01/24 11:24 / slj1mg/L16801918 A2340 BHardness as CaCO3 07/01/24 11:24 / sljgrains/gal981918 CalculationHardness as CaCO3 - Grains

NUTRIENTS

06/27/24 15:46 / JAR0.01mg/L0.011038 E353.210Nitrogen, Nitrate+Nitrite as N

FERROUS IRON BY COLORIMETRY

06/18/24 16:13 / dpw2mg/L21 A3500FeBIron, Ferrous

METALS, DISSOLVED

07/02/24 03:52 / slj0.02mg/LND E200.7Iron, Ferrous

METALS, TOTAL

06/28/24 17:15 / kjb1mg/L3351016 E200.7Calcium 06/28/24 17:15 / kjb0.02mg/L24.51028 E200.7Iron 07/01/24 11:28 / slj0.03mg/L3.58 CalculationIron, Ferric 06/28/24 17:15 / kjb1mg/L2041031 E200.7Magnesium 06/28/24 17:15 / kjb1mg/L71042 E200.7Potassium 06/28/24 17:15 / kjb1mg/L381052 E200.7Sodium

Report Definitions:

RL - Analyte Reporting Limit MCL - Maximum Contaminant Level QCL - Quality Control Limit ND - Not detected at the Reporting Limit (RL) H - Analysis performed past the method holding time

Pumphouse Potable (Site 1)

Client: Bureau of Land Management Butte Work Order: H24060488

QA/QC Summary Report

07/08/24Report Date:

Analyte Result %REC RPDLow Limit High Limit RPDLimitRLUnits QualCount

Prepared by Helena, MT Branch

Method: A2320 B Batch: R195837 Lab ID: MBLK 06/18/24 09:14Method Blank Run: PHSC_101-H_240618A Alkalinity, Total as CaCO3 2ND mg/L

Lab ID: LCS 06/18/24 09:18Laboratory Control Sample Run: PHSC_101-H_240618A Alkalinity, Total as CaCO3 101 90 1104.0610 mg/L

Lab ID: H24060323-002ADUP 06/18/24 09:36Sample Duplicate Run: PHSC_101-H_240618A3 Alkalinity, Total as CaCO3 104.0 1.1190 mg/L Bicarbonate as HCO3 104.0 1.1230 mg/L Carbonate as CO3 104.0ND mg/L

Qualifiers:

RL - Analyte Reporting Limit ND - Not detected at the Reporting Limit (RL)